2019-07-01
Not specified in gINT file
Generated by Keynetix Diggs Feedback Tool
2019-07-01
91577
OGE600272
JAC
124
BRIDGE REPLACEMENT
Alignment
MileMarker
23.0499992370605
Alt Name
BridgeID
4002377 (E)
ElevationDatum
MSL
SamplingMethod
B-001-0-16
Logger
Lewis
Drilling Firm
ODOT
Driller
Fast
Sampling Company
ODOT
Natural Ground
Depth to Rock
8.8
Sampling Method
SPT / NQ2
Reference Alignment
CL SR124
121732.604
6.00400018692017
Rt
-82.4454740432899 39.0934077400737 709.72
-82.4454740432899 39.0934077400737 709.72 -82.4454740432899 39.0934077400737
urn:x-diggs:def:fi:DIGGSINC:B-001-0-16-lsr
chainage
absolute
ft
9/26/2016 9:49:00 AM
9/27/2016 9:50:00 AM
19
Bridge
Soil Drill Method
3.25HS
Soil Drill
CME 75 Truck \05
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 75 Truck \05
Drill Rig
B-002-0-16
Logger
Lewis
Drilling Firm
ODOT
Driller
Fast
Sampling Company
ODOT
Natural Ground
Depth to Rock
8.5
Sampling Method
SPT / NQ2
Reference Alignment
CL SR124
121786.45
5.37200021743774
Lt
-82.445280955222 39.0933936692221 710.05
-82.445280955222 39.0933936692221 710.05 -82.445280955222 39.0933936692221
urn:x-diggs:def:fi:DIGGSINC:B-002-0-16-lsr
chainage
absolute
ft
9/27/2016 9:50:00 AM
9/27/2016 9:50:00 AM
19.5
Bridge
Soil Drill Method
3.25HS
Soil Drill
CME 75 Truck \05
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 75 Truck \05
Drill Rig
1
Natural Ground
1.5
collect
1.5 3
SS
6
2
Natural Ground
3.5
collect
3.5 5
SS
8
3
Natural Ground
6
collect
6 7.5
SS
10
4
Natural Ground
8.5
collect
8.5 8.8
8.8 9
SS
5
1
Natural Ground
9
collect
42
NQ2
118
1
Natural Ground
1.5
collect
1.5 3
SS
6
2
Natural Ground
3.5
collect
3.5 5
SS
12
3
Natural Ground
6
collect
6 7.5
SS
5
4
Natural Ground
8.5
collect
8.5 9.5
SS
8
1
Natural Ground
9.5
collect
45
NQ2
120
SS-1A
SS-2A
SS-3A
SS-4A
SS-4B
SS-1A
SS-2A
SS-3A
SS-4A
B-001-0-16
SOIL
0 1
ASPHALT (12")
Graphic
PAVEMENT OR BASE
1 8.8
brown with black
sandy silt
Major
some stone fragments, some clay
Minor
very stiff
damp
Graphic
A-4A
3.5
Graphic
6
Major
Minor
hard
Graphic
8.5
Graphic
8.8 19
Graphic
SANDSTONE
9.4
@ 9.4' - 9.8'; <<DMK!GAMMA LC>> = 161 pcf; Qu = 3,343 psi
Graphic
10.1
@ 10.1' - 10.5'; <<DMK!GAMMA LC>> = 158 pcf; Qu = 6,143 psi
Graphic
B-002-0-16
SOIL
0 1
ASPHALT (12")
Graphic
PAVEMENT OR BASE
1 6
brown and reddish brown
silty clay
Major
some gravel, some sand
Minor
medium stiff to stiff
damp
Graphic
A-6B
3.5
brown and black
Major
with coal fragments
Minor
Graphic
6 8.5
brown
gravel and stone fragments with sand and silt
Major
some clay
Minor
(not enough material to test)
medium dense
damp
Graphic
A-2-4
8.5 19.5
Graphic
SANDSTONE
10.5
Graphic
10.8
@ 10.8' - 11.2'; <<DMK!GAMMA LC>> = 160 pcf; Qu = 1,819 psi
Graphic
18.5
@18.5' - 18.7'; HIGHLY WEATHERED
Graphic
18.7
Graphic
B-001-0-16
ROCK
8.8 19
LIGHT OLIVE GRAY
SANDSTONE
Major
micaceous
Minor
BLOCKY, GOOD
thin bedded
fine to medium grained
slightly to moderately strong
moderately
98
35
Graphic
SANDSTONE
B-002-0-16
ROCK
8.5 19.5
LIGHT GRAY
SANDSTONE
Major
micaceous
Minor
BLOCKY, GOOD
thin bedded
very fine grained to fine grained
weak
moderately
100
38
Graphic
SANDSTONE
10.5
Major
Minor
slightly strong
slightly
Graphic
18.7
Major
Minor
very fine grained
Graphic
SPT
Natural Ground
1.5
N-Value
long
n_value
8
SPT
CME Automatic
87
18
1
6
6
2
4
6
3
4
6
SPT
Natural Ground
3.5
N-Value
long
n_value
7
SPT
CME Automatic
87
18
1
3
6
2
3
6
3
4
6
SPT
Natural Ground
6
N-Value
long
n_value
23
SPT
CME Automatic
87
18
1
9
6
2
8
6
3
15
6
SPT
Natural Ground
8.5
N-Value
long
n_value
SPT
CME Automatic
87
6
1
53
6
SPT
Natural Ground
1.5
N-Value
long
n_value
6
SPT
CME Automatic
87
18
1
2
6
2
2
6
3
4
6
SPT
Natural Ground
3.5
N-Value
long
n_value
5
SPT
CME Automatic
87
18
1
1
6
2
2
6
3
3
6
SPT
Natural Ground
6
N-Value
long
n_value
18
SPT
CME Automatic
87
18
1
6
6
2
8
6
3
10
6
SPT
Natural Ground
8.5
N-Value
long
n_value
SPT
CME Automatic
87
12
1
18
6
2
56
6
ATTERBERG
Natural Ground
1.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
ATTERBERG
Natural Ground
3.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
28 18
ATTERBERG
Natural Ground
6
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
ATTERBERG
Natural Ground
8.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
ATTERBERG
Natural Ground
8.8
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
ATTERBERG
Natural Ground
1.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
39 23
ATTERBERG
Natural Ground
3.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
ATTERBERG
Natural Ground
6
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
ATTERBERG
Natural Ground
8.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
PARTICLE_SIZE
Natural Ground
3.5
0.075
39.0999984741211
0.425
56.7900009155273
2
66.8500137329102
4.75
85.8099975585938
9.5
91.5400009155273
12.5
95.7799987792969
84917_2015-06-02
152H
HydrometerID
84917_2015-06-02
Dry Soil Weight
86.1399993896484
Specific Gravity Used
2.67000007629395
40
34
21.7999992370605
6.89999992027879E-03
22.9578094482422
120
29
21.7999992370605
4.10000002011657E-03
19.0930194854736
PARTICLE_SIZE
Natural Ground
1.5
0.075
46.9300003051758
0.425
61.7599983215332
2
71.7799987792969
4.75
91.6399993896484
9.5
98.3300018310547
12.5
99.3000030517578
84917_2015-06-02
152H
HydrometerID
84917_2015-06-02
Dry Soil Weight
80.7699966430664
Specific Gravity Used
2.67000007629395
40
39
21.7000007629395
6.59999996423721E-03
30.683479309082
120
32
21.7000007629395
4.00000018998981E-03
24.4874897003174
POCKET PEN
Natural Ground
1.5 3
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
3.5,A-4a,,
POCKET PEN
Natural Ground
3.5 5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
2.5,,A-4a,1
POCKET PEN
Natural Ground
6 7.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.5,A-4a,,
POCKET PEN
Natural Ground
8.5 8.8
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
+4.5,A-4a,,
POCKET PEN
Natural Ground
1.5 3
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
2.0,,A-6b,4
POCKET PEN
Natural Ground
3.5 5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
1.0,A-6b,,
WATER CONTENT
Natural Ground
1.5
double
water_content
%
12.5799999237061
WATER CONTENT
Natural Ground
3.5
double
water_content
%
15.4700002670288
WATER CONTENT
Natural Ground
6
double
water_content
%
13.75
WATER CONTENT
Natural Ground
8.5
double
water_content
%
10.8000001907349
WATER CONTENT
Natural Ground
8.8
double
water_content
%
5.42999982833862
WATER CONTENT
Natural Ground
1.5
double
water_content
%
23.1399993896484
WATER CONTENT
Natural Ground
3.5
double
water_content
%
18.7900009155273
WATER CONTENT
Natural Ground
6
double
water_content
%
15.3999996185303
WATER CONTENT
Natural Ground
8.5
double
water_content
%
8.39000034332275